Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Mohammed Al-Neami"'
Publikováno v:
Engineering and Technology Journal, Vol 42, Iss 5, Pp 593-603 (2024)
Due to the scarcity of experimental laboratory research on the effect of repetitive stress resulting from the railway on retaining walls, this study presents an investigation of an experimental laboratory model to study the effect of repetitive loads
Externí odkaz:
https://doaj.org/article/fea9981acc3a41bcb43bcb438b3614d0
Publikováno v:
Engineering and Technology Journal, Vol 41, Iss 11, Pp 1298-1308 (2023)
A 3D numerical model generated using PLAXIS-3D software was used in the present research to predict the behavior of under-reamed piles under pullout loading conditions with presumed soil Mohr-Coulomb failure. The under-reamed pile was embedded in hom
Externí odkaz:
https://doaj.org/article/d7ff666cdfd34327a954783e4b0b8caf
Publikováno v:
Engineering and Technology Journal, Vol 40, Iss 11, Pp 1422-1431 (2022)
Increasing the cross-sectional area of the piles or adding wings to the piles are two strategies for increasing the bearing capacity of the piles to resist lateral stresses. Small and full-scale finite element models were used to investigate the effe
Externí odkaz:
https://doaj.org/article/1a23bcd4e54d48d690bd5ccbd2ce148d
Publikováno v:
Engineering and Technology Journal, Vol 40, Iss 11, Pp 1352-1357 (2022)
Batter piles or raker piles are the piles driven in the soil at an inclination with the vertical to resist inclined forces or large lateral loads. Battered piles are widely utilized to support offshore buildings, towers, and bridges since these struc
Externí odkaz:
https://doaj.org/article/7fb1d833d3fc45f1b8a33ac8459d758f
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 8, Pp 1206-1215 (2021)
Seismically induced settlement of buildings with shallow foundations resting on dry sand soils has resulted in severe damage in recent earthquakes. A multi-degree of freedom shaking table and a fixed container were manufactured and used to study the
Externí odkaz:
https://doaj.org/article/53a06a54eace499dbb36748b0513609f
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 8, Pp 1257-1264 (2021)
The arrangement of the soil for every ground structure is so important and must be efficient to sustain the whole structure. The variables and properties that have influenced their behavior must be well known. The building constructed on soft soils m
Externí odkaz:
https://doaj.org/article/bcb105e336204c0db521f971813ed64a
Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 7, Pp 1144-1152 (2021)
This paper displays an experimental work of three-scale model tests of single pile and nine–scale model tests of group pile (1x2) with spacing to diameter (S/D) ratios (2,4, and 6) respectively. The pile models inserted in the medium-dense dry sand
Externí odkaz:
https://doaj.org/article/bc23db12e39a469cb40a6ba5d1d5883b
Publikováno v:
Engineering and Technology Journal, Vol 38, Iss 6A, Pp 801-812 (2020)
For any land-based structure, the foundation is very important and has to be strong to support the entire structure. In order for the foundation to be strong, the soil underneath it plays a very critical role. Some projects where the soil compacted b
Externí odkaz:
https://doaj.org/article/b11b18c6e6c54275b694283952f5a572
Publikováno v:
MATEC Web of Conferences, Vol 162, p 01033 (2018)
The capabilities of geographical system and their spatial analysis is considered the most appropriate tools to enhance pavement management operations, with features such as graphical display of pavement condition. In Iraq, most of transportation agen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::345fec08554e8ed4c45c6f6a520211b6
https://doi.org/10.1051/matecconf/201816201033
https://doi.org/10.1051/matecconf/201816201033
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::09f8e588a94077445a7b07c060e77747
http://www.scopus.com/inward/record.url?eid=2-s2.0-84995456321&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84995456321&partnerID=MN8TOARS
